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SOUTH BEAUREGARD RECREATIONDISTRICT NO. 2 OF WARDS 4 & 6
SHEET # TITLE SHEETA-1 ARCHITECTURAL SITE PLAN AND ENLARGED PLANA-2 FOUNDATION PLAN AND DETAILSA-3 FLOOR PLAN AND ELEVATIONSA-4 SCHEDULES, INTERIOR ELEVATIONS AND BUILDING SECTIONA-5 WALL SECTIONSA-6 SECTIONS AND DETAILSP-1 PLUMBING PLAN AND DETAILSM-1 MECHANICAL PLAN AND DETAILSE-1 ELECTRICAL SITE PLANE-2 ELECTRICAL PLANE-3 LIGHTING CONTROL SCHEMATIC
RAGLEY, LA
H. Curtis Vincent - Steven D. ShowsArchitects, A Professional CorporationSulphur, Louisiana 706631502 South Huntington Street
fax (337) 528-2609(337) 527-8137
www.vsarchitects.com
DRAWING INDEX
ABBREVIATIONS
9-13-2019
9-13-2019
1 SCALE: 1" = 20'SITE PLAN
2 SCALE: 1" = 10'PLAN AT PLAYGROUND AREA
BUILDING CODE INFORMATION:
IBC 2015Building use: Open pavilion with (6) fixed in place basketball goals (non-normallyoccupied building)Occupancy: Assembly (A-5)Construction Type: III-BBuilding Gross Area: 8,192 sq. feet Assembly area (open pavilion): 6,465 sq. feet Sports Equipment Room: 524 sq. feet (accessory to main occupancy)Occupant Load: 6,465/50 = 130 (open pavilion classified as exercise)Protection: none requiredSeparation of occupancies: none required
NFPA 101 (2015)Occupancy: Special Structures (Open Structures) Chapter 11.2Construction Type: III (200)Building Gross Area: 8,192 sq. feetProtection: none required
LOUISIANA STATE PLUMBINGCODE REQUIREMENTS (2015 IPC):Minimum number of required plumbingfixtures for: Assembly (A-5)Assembly occupant load: 130 Male water closets for Assembly occupancy: 1 per 75 for the first 1,500 and 1 per 120 for the remainder exceeding 1,500 Male: 1 wc (65 occupants requires 1 wc) Female water closets for Assembly occupnacy: 1 per 40 for the first 1,520 and 1 per 60 for the remainder exceeding 1,520 Female: 2 wc (65 occupants requires 2 wc) Lavatories for Assembly occupancy: 1 per 200 for the males and 1 per 150 for the females Male: 1 lav Female: 1 lav Drinking Fountains: 1 Service Sink: 1
FLOOD ZONE:Flood zone: X (Based on LA Floodmaps effective firm 11-26-2010)
METAL BUILDING DESIGN INFORMATION:Refer to specification section 13125
Design loads: Minimum loads as required by International Building Code 2015,MBMA's "Metal Building Systems Manual" and ASCE 7-10, "Minimum DesignLoads for Buildings and Other Structures."
Wind loads: Basic Wind Speed at site is 123 MPH. Exposure "B", Risk Category "II"
Collateral Loads: 1.5 PSF
Additional Loads: Include loads and structure as required for basketball goalsas indicated on drawings.
SCALE: 3/8" = 1'-0"PROJECT SIGN
A-1OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
SS
9-13-2019
1 SCALE: 1/8" = 1'-0"FOUNDATION PLAN
4 SCALE: 3/4" = 1'-0"FOUNDATION DETAL AT BUILDING COLUMN
5 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL AT EXTERIOR GRADE BEAM
6 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL AT INTERIOR GRADE BEAM
11 SCALE: 1" = 1'-0"CONTROL JOINT (CJ) DETAIL
12 SCALE: 1" = 1'-0"DETAIL AT SIDEWALK DRAIN
15 SCALE: 1" = 1'-0"EXPANSION JOINT (EJ) DETAIL
9 SCALE: 1" = 1'-0"TOOLED JOINT (TJ) DETAIL
7 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL AT BUILDING COLUMN
2 SCALE: 1/2" = 1'-0"FOUNDATION DETAIL - HAIRPIN
3 SCALE: 1/2" = 1'-0"FOUNDATION DETAIL - HAIRPIN
8 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL - EXTERIOR GRADE BEAM AT SIDEWALK
13 SCALE: 1" = 1'-0"PAVING EDGE DETAIL
14 SCALE: 3/4" = 1'-0"CONCRETE SPLASH BLOCK DETAIL
10 SCALE: 1" = 1'-0"EXPANSION JOINT (EJ) DETAIL (SIDEWALK)
A-2OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
SS
9-13-2019
1 SCALE: 1/8" = 1'-0"FLOOR PLAN
2 1/8" = 1'-0"EAST EXT. ELEVATION
5 SCALE: 1/8" = 1'-0"SOUTH EXT. ELEVATION
4 SCALE: 1/8" = 1'-0"NORTH EXT. ELEVATION
3 1/8" = 1'-0"WEST EXT. ELEVATION
A-3OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
9-13-2019
SS
SCHEDULE OF DOORS
SCHEDULE OF ROOM FINISHES
6 SCALE: 3/8" = 1'-0"VISUAL DOOR SCHEDULE
5 SCALE: 3/8" = 1'-0"INTERIOR ELEVATION @ MEN'S R.R.4 SCALE: 3/8" = 1'-0"
INTERIOR ELEVATION @ WOMEN'S R.R.
1 SCALE: 3/8" = 1'-0"BUILDING SECTION
3 SCALE: 3/4" = 1'-0"ONE HOUR FIRE WALL ASSEMBLY
2 SCALE: 1" = 1'-0"DETAIL AT PRECAST SIGNS
A-4OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
SS
9-13-2019
1 SCALE: 3/4" = 1'-0"TYPICAL WALL SECTION 2 SCALE: 3/4" = 1'-0"
WALL SECTION THROUGH MASONRY WALL 3 SCALE: 3/4" = 1'-0"WALL SECTION THROUGH SEPERATION WALL A-5
OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
SS
9-13-2019
SCALE: 3" = 1'-0"PARTITION TYPE 1
SCALE: 3" = 1'-0"PARTITION TYPE 2
SCALE: 3" = 1'-0"PARTITION TYPE 3 SCALE: 3" = 1'-0"
PARTITION TYPE 4
1 SCALE: 1" = 1'-0"CMU CONTROL JOINT DETAIL
2 SCALE: 1" = 1'-0"HEAD DETAIL 3 SCALE: 1" = 1'-0"
JAMB DETAIL
4 SCALE: 3/4" = 1'-0"CONCRETE HEADWALL DETAIL
A-6OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
SS
9-13-2019
1 SCALE: 1/4" = 1'-0"PLUMBING FLOOR PLAN
P-1OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
3 SCALE: N.T.S.FLOOR DRAIN DETAIL
2 SCALE: N.T.S.TYPICAL CLEANOUT DETAILS
9-13-2019
SS
1 SCALE: 1/4" = 1'-0"MECHANICAL FLOOR PLAN
’’
’
”
M-1OF
PROJECT #
SHEET
REVISIONS:
CHKD. BYDRWN. BYDATE
SS
9-13-2019
11
11
11